CONSTITUTIVE MODELS FOR COHESIVE PARTICULATE MATERIALS

被引:10
|
作者
TRIPODI, MA [1 ]
PURI, VM [1 ]
MANBECK, HB [1 ]
MESSING, GL [1 ]
机构
[1] PENN STATE UNIV,DEPT CERAM SCI & ENGN,UNIV PK,PA 16802
来源
JOURNAL OF AGRICULTURAL ENGINEERING RESEARCH | 1992年 / 53卷 / 01期
关键词
D O I
10.1016/0021-8634(92)80071-Y
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
This paper reviews several constitutive models for the load response of bulk solids. Constitutive models based on microscopic concepts and continuum principles are presented. The review demonstrates the need for a generalized constitutive model that can predict the stress-strain behaviour of cohesive powders, since none have yet been found. However, two continuum models have been identified as having sufficient versatility to be chosen as candidate models for application to cohesive food and agricultural powders. One model is an elasto-viscoplastic model based on the critical-state theory, and includes seven material parameters in the constitutive equations. The second model uses the endochronic theory to characterize stress-strain response, and requires 15 parameters in the formulation. Both models can be used for isotropic and anisotropic loading conditions, as well as monotonic and cyclic loading. © 1992 Silsoe Research Institute.
引用
收藏
页码:1 / 21
页数:21
相关论文
共 50 条
  • [21] Non linear constitutive models for lattice materials
    Vighotti, Andrea
    Deshpande, Vikram S.
    Pasini, Damiano
    JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2014, 64 : 44 - 60
  • [22] CONSTITUTIVE MODELS FOR POROUS MATERIALS WITH EVOLVING MICROSTRUCTURE
    CASTANEDA, PP
    ZAIDMAN, M
    JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1994, 42 (09) : 1459 - 1497
  • [23] Assessment of mechanical properties of cohesive particulate solids. Part 1: Particle contact constitutive model
    Tomas, J
    PARTICULATE SCIENCE AND TECHNOLOGY, 2001, 19 (02) : 95 - 110
  • [24] Constitutive relations for two-phase particulate materials with elastic binder
    Zhu, H
    Rish, JW
    Dass, WC
    COMPUTERS AND GEOTECHNICS, 1997, 20 (3-4) : 303 - 322
  • [25] Constitutive relations for two-phase particulate materials with elastic binder
    Civil + Envmtl Eng Dept, Arizona State Univ, Tempe, AZ 85287, United States
    Comput Geotech, 3-4 (303-322):
  • [26] Simulation of fracture in heterogeneous elastic materials with cohesive zone models
    Prechtel, M.
    Ronda, P. Leiva
    Janisch, R.
    Hartmaier, A.
    Leugering, G.
    Steinmann, P.
    Stingl, M.
    INTERNATIONAL JOURNAL OF FRACTURE, 2011, 168 (01) : 15 - 29
  • [27] Simulation of fracture in heterogeneous elastic materials with cohesive zone models
    M. Prechtel
    P. Leiva Ronda
    R. Janisch
    A. Hartmaier
    G. Leugering
    P. Steinmann
    M. Stingl
    International Journal of Fracture, 2011, 168 : 15 - 29
  • [28] A constitutive model with damage for cohesive soils
    Dae Kyu Kim
    KSCE Journal of Civil Engineering, 2004, 8 (5) : 513 - 519
  • [29] ON A CLASS OF CONSTITUTIVE MODELS FOR HIGHLY DEFORMING COMPRESSIBLE MATERIALS
    BOLZON, G
    ARCHIVE OF APPLIED MECHANICS, 1993, 63 (4-5) : 296 - 300
  • [30] On constitutive models for limited elastic, molecular based materials
    Beatty, Millard F.
    MATHEMATICS AND MECHANICS OF SOLIDS, 2008, 13 (05) : 375 - 387